Bolted connections (FE models)

2015 ◽  
pp. 203-222
Keyword(s):  
Bolted Connections

scholarly journals Shear failure of the Meraka hardwood in bolted connections loaded parallel to the timber grain

2021 ◽  
Vol 1101 (1) ◽  
pp. 012005
Author(s):  
Abdul Razak Abdul Karim ◽  
Pierre Quenneville ◽  
Norazzlina M. Sa’don
Keyword(s):  
Shear Failure ◽  
Bolted Connections

Experimental research on slip-resistant bolted connections after fire

2015 ◽  
Vol 104 ◽  
pp. 1-8 ◽  
Author(s):  
Guo-Biao Lou ◽  
Mei-Chun Zhu ◽  
Ming Li ◽  
Chao Zhang ◽  
Guo-Qiang Li
Keyword(s):  
Experimental Research ◽  
Bolted Connections

scholarly journals NUMERICAL ANALYSIS OF A DOUBLE SHEAR STANDARD BOLTED CONNECTION CONSIDERING MONOTONIC LOADINGS

2017 ◽  
Vol 9 (4) ◽  
pp. 183-194 ◽  
Author(s):  
Mariana Ferreira RODRIGUES ◽  
José CORREIA ◽  
Bruno PEDROSA ◽  
Abílio DE JESUS ◽  
Bruno CARVALHO ◽  
...  
Keyword(s):  
Numerical Models ◽  
Bolted Connections ◽  
Bolted Connection ◽  
Double Shear ◽  
Steel Connections ◽  
Research Activities ◽  
Linear Behaviour ◽  
Speed Up ◽  
Monotonic Loads ◽  
Globalized World

The behaviour of standard bolted steel connections submitted to monotonic loads, through the use of numerical models, is presented in the current paper. The bolted connections allow speed up constructive processes in an increasingly competitive and globalized world in which the costs are a decisive factor in the development of a project. The use of computational tools in the analysis of bolted connections becomes determinant, mainly for new solutions or solutions less explored in terms of design codes. Throughout the years, bolted connections have been suffering transformations resulting from research activities performed by many authors. Rivets have been replaced by bolts, the main achievement being the pre-stressed bolts. Methodologies based on finite element analyses were proposed for double shear bolted connection. The non-linear behaviour of these connections is investigated and their performances are compared. In the numerical modelling of the bolted connection, linear elastic and elastoplastic analyzes reveal that there are two slip levels associated with local non-linearities caused by the contact pairs, which vary with clamping stresses.

Modelling of unstiffened flush end-plate bolted connections in fire

2006 ◽  
Vol 62 (1-2) ◽  
pp. 151-159 ◽  
Author(s):  
K.S. Al-Jabri ◽  
A. Seibi ◽  
A. Karrech
Keyword(s):  
Bolted Connections ◽  
End Plate ◽  
In Fire
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